SCENARIO COMPARISON · 1-CLICK TOGGLE
⛓️ TOP CONSTRAINT / BOTTLENECK
Haul cycle time: +25 min vs planned
Truck queuing at pit · -180 tons/day
CRITICAL CONSTRAINT DETECTED
📦 MATERIAL MOVEMENT STATUS
Stockpile A | 72% extracted
🏗️ EQUIPMENT SPREAD
Current: 12 trucks (4 idle) | 2 loaders
Recommended: +2 extra trucks, south loop
🗺️ HAUL ROUTES & GEOSPATIAL VIEW ◉ LIVE LAYER
[EXCAVATION PIT]
⸻⸻⸻➔
[HAUL CORRIDOR]
⸻⸻⸻➔
[FILL ZONE]
Cycle time: 38 min | Distance: 2.3 miles
Bottleneck: dump queue at fill zone
PLANNED (daily)
1,040 tons
ACTUAL (daily)
680 tons
VARIANCE
-360 tons
⚡ SCENARIO IMPACT PREVIEW
Plan B: reduces cycle time by 12 min → +210 tons/day
Plan C: adds night shift → +170 tons/day
recommended action: switch to Plan B
⚠️ OPERATIONAL RISKS & BOTTLENECKS
[CRITICAL] Truck availability
4 of 12 trucks idle (maintenance) · material movement down 22% · estimated loss 150 tons/day
[WEATHER / ACCESS] North access road · Soft conditions, reduced speed for haul trucks
[QUEUE] Fill zone bottleneck · Dump waiting time increased by 9 min/cycle
📋 DAILY RECOMMENDATIONS & ACTIONS
[1] SWITCH SCENARIO
Activate Plan B (Alternate Haul) → reduces cycle time, adds +200 tons/day estimated
[2] FIELD ADJUSTMENT
Add 2 extra trucks to south haul loop to relieve fill zone queue
📉 COST / SCHEDULE IMPACT
Production variance -360 tons → schedule slip risk +1.2 days/week
Alternate scenarios mitigate delay.
